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3D numerical analysis of time-dependent behavior of a tunnel constructed with conventional support system

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ISRM Specialised Conference 2017.250-253.pdf1.64 MBPDF見る/開く
この文献へのリンクには次のURLを使用してください:http://hdl.handle.net/2115/66174

タイトル: 3D numerical analysis of time-dependent behavior of a tunnel constructed with conventional support system
著者: Arima, H 著作を一覧する
Sainoki, A 著作を一覧する
Fukuda, Daisuke 著作を一覧する
Kodama, Jun-ichi 著作を一覧する
Fujii, Yoshiaki 著作を一覧する
キーワード: Mountain tunnel
Conventional support system
Weak rock formation
Time-dependent behavior
Viscoelastic analysis
発行日: 2017年 5月10日
出版者: International Society for Rock Mechanics
誌名: Proceedings of 2017 ISRM Young Scholars’ Symposium on Rock Mechanics (YSRM 2017) & 2017 International Conference on New Development in Rock Mechanics and Geotechnical Engineering (NDRMGE 2017)
巻: 2017
開始ページ: 250
終了ページ: 253
抄録: In Hokkaido prefecture, Japan, a number of road mountain tunnels constructed with conventional support systems are still in use. In one of the tunnels, the progressive damage evolution and large deformation of the tunnel wall were observed. The present study investigates its mechanism and the effectiveness of the conventional support system. In order to simulate the time-dependent behavior of the target tunnel, a variable-compliance-type constitutive equation is employed and implemented into FLAC3D. A 3D numerical model reproducing the actual ground surface topography is constructed. Using the numerical model and constitutive equation, the time-dependent damage evolution and resultant deformational behavior are simulated whilst considering combinations of the conventional support system members, namely steel sets, concrete lining and invert concrete. The analysis results show that concrete invert installation is the most effective measure to suppress and control the damage evolution and deformation of the tunnel wall. The concrete lining is the second effective, alleviating the deformation taking place on the tunnel wall and crown. It is then revealed that steel sets do not significantly contribute to suppressing the damage evolution. The analysis result also indicates that axial stresses originally acting on the steel sets are re-distributed to the concrete lining and invert concrete, proving that the two support members can work more effectively than steel sets in the aspect of controlling the time-dependent damage evolution of the surrounding rock mass.
記述: 2017 ISRM Young Scholars’ Symposium on Rock Mechanics (YSRM 2017) & 2017 International Conference on New Development in Rock Mechanics and Geotechnical Engineering (NDRMGE 2017).10-13 May, 2017,Jeju,Korea
資料タイプ: proceedings
URI: http://hdl.handle.net/2115/66174
出現コレクション:雑誌発表論文等 (Peer-reviewed Journal Articles, etc)

提供者: 藤井 義明

 

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